Inelastic buckling of monosymmetric I-beams RR920

Inelastic buckling of monosymmetric I-beams RR920

For this paper, the inelastic buckling of monosymmetric steel I-beams under moment gradient was studied and compared with design recommendations. University of Sydney School of Engineering Research Report R920 by N. S. Trahair. http://sydney.edu.au/engineering/civil/publications/index.shtml

Title
Inelastic buckling of monosymmetric I-beams RR920
Publish Date
03 May 2018
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